寺院本堂の耐震性能に関する研究 : RC造本堂について(建築学科)

概要

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This paper describes results of the micro-tremor measurements and the free vibration tests for the reinforced concrete structure temple, The conclusions of this paper indicates the knowledge and information regarding to the performance of the structure for the earthquake. The results for the vibration data are: 1) The first natural periods of the temple building in NS and EW directions were 0.14 second. This value is almost same as the average value of the reinforced concrete structures. 2) Calculated eccentric factors are 0.057 for the first floor in X-direction, 0.077 for the first floor in Y-direction, 0.036 for the second floor in X-direction, 0.163 for the second floor in Y-direction, 0.082 for roof in X-direction and 0.087 for roof in Y-direction. The calculated eccentric factor of the second floor in Y-direction exceeds the reference value, 0.15, in the Building Code.
足利工業大学の論文
2006-03-20